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HomeMy WebLinkAboutBLD-23-005942 ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department """y-. 1146 Route 28, South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 Massachusetts State Building Code, 780 CMR e Building Permit Application To Construct, Repair, Renovate Or Demolish - —_ . a One-or Two-Family Dwelling This Section For O>;'ficj4l Use Only Building Permit Number: 9 1, .. .dat- • .. 'ed: Building Official(Print Name) Signature : , SECTION 1:SITE INFORMATION 1.1 P operty Address: w J le 1.2 As e ors Map&Parcel Numbers APR 2 • i 23 1.1 a Is this an accepted street?yes no Map Number Parcel Number t 6 - UI LDING D: ' 1.3 Z nin In rm By-4taon: 1.4 Property Dimensions: 0 ao8- s� 137. ,5o 3 Zoning District Proposed Use Lot Arta(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) 1 Front Yard Side Yards Rear Yard i GO 1-/P is1, d tel Required Provided Required Provided . .t ' / -7-—i,�S AC 3©. - vlC, / . A 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flpoi Zone Information: 1.8 Sewage Disposal System: Zone:Jr XI' Outside Flood Zone? Public le Private 0 Check if yes[ ' Municipal 0 On site disposal system SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of ecord: /J.�vi( .5ly -/lNlee) we, 5 ,1. m /'1, . os1dl Name(Print) City,State,ZIP o Al 1/> DY/ ✓ r v.e, 7- 2 d No.and Street Telephone ! Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction 11" Existing Building 13' Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition le Demolition 0 Accessory Bldg. ❑ Number of Units Other 0 Specify:_ Brief Description of Proposed Work: ,P O a ry.r• P f +.1/ P a v M�/0 f c9 r , 0 4 / ILA, 4e / ./ Apvc '1s c'PY,Ar.� V V1�Tl ,7 rj e-c, Al& 4 4-/t9c ..7 t-it 13 iivv, s. /c., SECTION 4: ESTIMATED CONSTRUCTION COSTS. Item Estimated Costs: (Labor and Materials) Official Use Only 1.Building $ 3o0 .coo- 1. Building Permit Fee:$ . Indicate how fee is determined: 2.Electrical / 0 Standard City/Town Application Fee $ �l �• �, 0 Total Project Cost3(Item 6)x multiplier . x 3.Plumbing $ 7, p/� 0144 (Sea. 2. Other Fees: $ 1 4.Mechanical (HVAC) $ 76 pGQ• List: (P ,U CO 13 9f 5.Mechanical (Fire Suppression) $ Total All Fees:$ Check No. Check Amount: Cash Amount: 6.Total Project Cost: SkS�0 oOO, * ' 0 Paid in Full 0 Outstanding Balance Due: I EPR ° 1 5' .y SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) s / CS 6Q'/e9.� /.:3,70p2 / tSh-3 ed.) . e/0 iv e License Number E piratiote Name of SL Holde ✓ r ` 6 e '3 • -iA/�,tea J// List CSL Type(see below) No.and Street Type Description vv i J i• PI 0 u 7''j/ �1 v V U Unrestricted(Buildings up to 35,000 Cu.ft.) T� , R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding 2/ �/ SF Solid Fuel Burning Appliances co 8 - 6 / 3 // / I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Con actor(HIC) IrP ?b Aft /� l� T6 G13 /G Za t'1�' Leo / N HIC Registration Number E.pira ion Date HIC Company Name or C Registrant Name ^/ No.and StreetC�Nt� Email address SG I leen; ' ..') /��/�p / 51)) /LX City/Town, State,Z Telephone SECTION 6:WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes lI No ❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERYHT I,as Owner of the subject property,hereby authorize PN Q J/ NV/7 r p to act on my b'half,in all matters relative to work authorized by this building permit application. D Al Se/ e/J1 i§ Ai .. A/ ,1C) Print Owner's Name(Electronic Signature) Date SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true eaand accurate to the best of my knowledge and understanding. CAA!s7T � J,4SXvove l 11J7 a 3 Print Owner's or uthorized Agent's Name(Electr is Signature) / /ate NOTES: 1. An Owner who obtains a building permit to do his/her own work, or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at www.mass.sov/oca Information on the Construction Supervisor License can be found at www.mass.eov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) -3 / � r S t (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) .5 7 6 .i. Habitable room count Number of fireplaces /L Number of bedrooms ,3 Number of bathrooms Number of half/baths Type of heating system Number of decks/porches / Type of cooling system Enclosed Open / 3. "Total Project Square Footage"may be substituted for"Total Project Cost" • � The Commonwealth of Massachusetts z a Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 ,OPs�• www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): / /C JO/LO P,, f3C..0 3 f: / Ai Address: G o3 Y4-f P-Lt. Li r City/State/Zip: V,4.1. yg/'J o 1 M,q. Phone #: .,g©S- -3 II_ // / Are you an employer?Check the appropriate box: Type of project(required): 1. I am a employer with employees(full and/or part-time).* 7. 1ew construction 2.0 I am a sole proprietor or partnership and have no employees working for me in � ca aci 8. [�'Kemodeling an • y p ty.(No workers'comp. insurance required.] 3.❑I am a homeowner doing all work myself. [No workers'comp. insurance required.]t 9. 11 Demolition 4.E I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 [✓j Building addition ensure that all contractors either have workers'compensation insurance or are sole 11. Electrical repairs or additions proprietors with no employees. 12.L Plumbing repairs or additions 5.1Th am a general contractor and I have hired the sub-contractors listed on the attached sheet. These sub-contractors have employees and have workers'comp. insurance.t 13.0 Roof repairs 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14•❑Other 152,§1(4),and we have no employees. [No workers'comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing al!work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: A f‘f t i CA)0 ZG11 t aA � �, 7 Policy#or Self-ins.Lic.#: U f e' e� .� �T6 „ /� Expiration Date: /��Lj Dto.2.j Job Site Address: /1 t5' Cj dwe J1 R City/State/Zip: LtJ , 1/41,if h- G 2� �v?• Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby certi under the pains and�genalti.es of perjury that the information provided above is true and correct. Sienature: �/� / /Date: % /r;7 I/C3 Phone 4: '�<�� Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261 Fax 508-398-0836 Office of the Building Commissioner BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G. L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111/5 I hereby certify that the debris resulting from the proposed work/demolition to be conducted at // CA61v6, // }Q � Work Address Is to be disposed of at the following location: //S'ik- De., s--j p Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. ''' . ? /ip i/VN5 Signature of Applicant Date Permit No. __ Comenonvecalt Qtma,.cacru,Ki^rt', DIV1h4Or Oc=uoatonat iur SDarti Ot Reato ttr' iiF.1;sildArd,... ,2:i7nStaittid#Y..SVCoesVi&e..-,t (1113..7024 CHRISTOPHER T KENNEY 60 WEST YARMOUTH RD WEST YARMOUTH MA 02673 aonntutssioner /l/f" - 7// Office of Consumer Affairs and Business Regulation 00o Washington Street- Suite 710 Boston, Massachusetts 02118 Homo improvement Contractor Reoistraton Type: apo-atityl. P4.514grabon: W 7,...Niet''tia.-DERS Eixpimion 5132 WEST YttliMOUTh:.ROAD WRST YAAMOUTH MA Mr.; —_ Updatt.MdreS5 ant Return Celt. . • CoAsionerAttasm 6 fiuskitiois ReQ,Aatrg, tiouL noPflovrhaFirrCONTRACTOTI neriiistration trulid tor oldwiclual tme Orgy bef,31* tigpsratiart dee tr fouad return to' tieoitiotittri Cipk4t Office of Cagner Aff-aa .204 Butestriss Regiietior ito3 Vitzert;tt,qtor.street-Suite TtO Earann.MA 02-.18 "SZ NNr? 7 'NI' vkqe..401.)•H FICK'a Not wiitiq signature s yAr,V0-:_;1 u26T-'2 iinderSeCrut:try ACCPREP® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 03/06/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Alan Burstein NAME: Peter M.Bakker Agency,Inc. PHONE ,Ert): (860)378-2700 FAX No): 302 West Main St E MAILss: alan.burstein@optisure.com DR INSURER(S)AFFORDING COVERAGE NAIC# Avon CT 06001 INSURER A: American Zurich Insurance Comp 40142 INSURED INSURER B: Main Street America Assurance Company Kenney Builders Inc. INSURER C: 603 W YARMOUTH RD INSURER D: INSURER E WEST YARMOUTH MA 02673-1459 INSURER F COVERAGES CERTIFICATE NUMBER: CL233624254 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD,WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 5 1,000,000 DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES(Ea occurrence) $ 500,000 MED EXP(Any one person) $ 10,000 B MPJ7842M 04/06/2022 04/06/2023 PERSONAL&ADV INJURY $ 1,000,000 GEEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY PRO- 2,000,000 JECT LOC PRODUCTS-COMP/OPAGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ - OWNED SCHEDULED BODILY INJURY(Per accident) $ - AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE _ AUTOS ONLY _ AUTOS ONLY (Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION X STATUTE EORH AND EMPLOYERS'LIABILITY Y/N A ANY PROPRIETOR/PARTNER/EXECUTIVE EL EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? N/A UB-8H337476-22 09/25/2022 09/25/2023 . . (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 if yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Tom Cardone ACCORDANCE WITH THE POLICY PROVISIONS. 21 Lakewood Rd AUTHORIZED REPRESENTATIVE 1 South Yarmouth MA 02664 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD b n tcl I 44. CA I a axe o\' t'� a Uj ,...Ilk.......... . . 4 0 O , CI i B° ♦ O• 0 0 • 0 / •'• e ��� y rn �Zo M �1 d.\! z zoa 'ti0 L: • j� o ���\ �� A� • Aa o J o O {. moo, 17 I W, - t /io A 0 ��`'�OS O .� . 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K �N 1%141 ^ C c7:1, '� 3o ZWr aide 240 Wood COlatilleti012 in High Windrseas= 110 mph Wind Zone ' Massachusetts Checklist far Compliance (no ct<u 5301.2.1.1' Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust) 110 mph Wind Exposure Category 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories c Roof Pitch (Fig 2) /Z � <_12:12 ✓ Mean Roof Height (Fig 2) 1,1 ft 5 33' s/ Building Width,W (Fig 3) 24 ft 5 80' _� Building Length, L (Fig 3) 2.24.ft 5 80' ✓ Building Aspect Ratio(UW) (Fig 4) I . 5 3:1 Nominal Height of Tallest Opening2 (Fig 4) .2•13 5 6'8" _1.2 1.3 FRAMING CONNECTIONS General compliance with framing connections (Table 2) N/ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete 1, 1 Concrete Masonry —illAa 2.2 ANCHORAGE TO FOUNDATION1'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general (Table 4) 2� in. Bolt Spacing from end/joint of plate (Fig 5) 6 in.5 6''—12° Bolt Embedment—concrete (Fig 5) .1 in.>_7" Bolt Embedment—masonry (Fig 5) in.>_15" al Plate Washer (Fig 5) >3"x 3"x 1/4” 3.1 FLOORS Floor framing member spans checked (per 780 CMR Chapter 55) Z 141015 e % 'Y ✓ Maximum Floor Opening Dimension (Fig 6) 1�ft 5 12' Full Height Wail Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) C.iAi. Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall (Fig 7) v ft <_d MIAs Maximum Cantilevered Floor Joists ,,dd Supporting Loadbearing Walls or Shearwall (Fig 8) 6 ft 5 d Floor Bracing at Endwalls (Fig 9) ✓, Floor Sheathing Type (per 780 CMR Chapter 55) Floor Sheathing Thickness (per 780 CMR Chapter 55) S in. Floor Sheathing Fastening (Table 2)..10 d nails at Lin edge/M. in field ✓ 4.1 WALLS Wall Height Loadbearing walls (Fig 10 and Table 5) t+ ft <_10' Non-Loadbearing walls (Fig 10 and Table 5) 12 ft 5 20' Wall Stud Spacing (Fig 10 and Table 5) R1 in.5 24"o.c. Wall Story Offsets (Figs 7&8) _ft <_d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls (Table 5) 2x b - v ft ® in. Non-Loadbearing walls (Table 5) 2x - 3, ft O in. Gable End Wall Bracing 1 le Full Height Endwall Studs (Fig 10) WSP Attic Floor Length (Fig 11) ft aW/3 Mil. Gypsum Ceiling Length(if WSP not used) (Fig 11) _ft>0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11) t� or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate I. ft Splice Length (Fig 13 and Table 6) Splice Connection(no.of 16d common nails) (Table 6) t/ _417/C Gzeide to Wood Co isd.c c fo1E ire 1i ? Wild A e sa 5 mph W€Fit Zone i fig. �s,e;7Fl.e'`ts Checklis"`ii.. for �*'+��mpliif c 1c�(7 O ci m 5.30 .2. .1)i Loadbearing Wall Connections Z Lateral(no.of 16d common nails) (Tables 7) IV Non-Loadbearing Wall Connections Lateral(no.of 16d common nails) (Table 8) 2. Spe Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) / Header Spans (Table 9) b ft 2, in.<_11' � Sill Plate Spans (Table 9) V ft_in.<_11' l� Full Height Studs (no.of studs) (Table 9) ! Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) L ft 1, in.<_12' e/ Sill Plate Spans (Table 9) __ft_in.51122" Full Height Studs(no.of studs) (Table 9) Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W . Ilk 4Nominal Height of Tallest Opening2 a<6'8" Sheathing Type (note 4) 7//� Edge Nail Spacing (Table 10 or note 4 if less) 6 in. '� Field Nail Spacing (Table 10) /2 in.�� as Shear Connection(no.of 16d common nails)(Table 10) Percent Full-Height Sheathing (Table 10) % —T + 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) __�„ Maximum Building Dimension,L ` 6<6'8" t/ Nominal Height of Tallest Opening2 T Sheathing Type (note 4) 7//6 Edge Nail Spacing (Table 11 or note 4 if less) 4 in. Field Nail Spacing (Table 11) /2 in. 6: Shear Connection(no.of 16d common nails)(Table 11) 3 17 Percent Full-Height Sheathing (Table 11) 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) Wall Cladding Rated for Wind Speed? 5.1 ROOFS 1,'"/Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang (Figure 19) ,ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift (Table 12) U=PA plf te Lateral (Table 12) L=L 74 Of / Shear (Table 12) S= 77 plf ✓/ Ridge Strap Connections,if collar ties not used per page 21... (Table 13) T=t50 plf e// Gable Rake Outlooker (Figure 20) ft 5 smaller of 2'or U2 ®/ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift (Table 14) U= lb. -` Lateral(no.of 16d common nails)..(Table 14) L= lb. = Roof Sheathing Type (per 780 CMR Chapters 58 and 59) , Roof Sheathing Thickness _in.z 7/16"WSP Roof Sheathing Fastening (Table 2) _ Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 1 A C Guide to Wood Construction in High Wind Areas 10 mph Wind one Massachusetts Checklist for Compliance(780 CMR 5301.2.1.111 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment WHEN S EDGE RESTS ON „„/ PRAMD�K3415E&iNAILS A-rSb c. • irir /t N ri of re N.1: it �: // I 4 1. rr 11 it T1 TR F. 1. I CO IS -a. 11 11 -1 '� 2 COr1 1 Q u 11 a a 1 I 11 1 0 11 ii g, 1: i i,‘ 1 j 11 1 t p 1 a I.: • v W rc 11 Q 11 11 i! 71 LLi. t11 � it 11 ~ /� 11 �" H t. Zit / 4d a II 1 „ U l 5p . ,, T7 bOUB EDGE MAL SPACING I t t_ _ PANEL -_.-ri L may. See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment 5/2/23, 11:44 AM Mail-Sears,Tim-Outlook 118 Crowell Rd Sears, Tim <tsears@yarmouth.ma.us> Tue 5/2/2023 11:43 AM To:Chris Kenney <kenneybuilders@hotmail.com> Chris, I have reviewed your application and there are some items needed. 1. Health Department sign off(under review) 2. The 110mph checklist submitted does not appear to match this project 3. The value of the work shown ($500,000)exceeds the value of the structure($433,300), this would make this project a significant improvement under section R105.3.1.1, and will require the entire dwelling to meet the requirements section R322 4. The new Stretch Energy Code went into effect on Jan 1st. Existing buildings are now a part of the new code. It appears that the scope of work falls under the new requirements. A HERS Certificate will be needed 225 CMR 22: Massachusetts Residential Stretch Energy Code R502.1.1 Large additions.Additions to a dwelling unit exceeding 1000 sq ft or exceeding 100% of the existing conditioned floor area, shall require the dwelling unit to comply with the maximum HERS ratings for alterations, additions or change of use shown in TABLE R406.5 R503.1.5 Level 3 Alterations or Change of Use.Alterations that meet the IEBC definition for Level 3 Alteration or the IRC definition for Extensive Alteration, exceeding 1,000 sq ft or exceeding 100% of the existing conditioned floor area, shall require the dwelling unit to comply with the maximum HERS ratings for alterations, additions or change of use shown in Table R406.5 IRC 2015 Appendix J AJ501.3 Extensive alterations. Where the total area of all of the work areas included in the alteration exceeds 50 percent of the area of the dwelling unit, the work shall be considered to be a reconstruction and shall comply with the requirements of these provisions for reconstruction work Please update your plans and submit for review. This email is considered a written denial of your permit application per Section 105.3.1 of the Massachusetts State Building Code. Section 105.3.2 states in part that "an application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in good faith" You may appeal this denial to the Building Code Appeals Board in accordance with M.G.L. c. 143 §100, within 45 days of this notice. Timothy Sears CBO Deputy Building Commissioner Town of Yarmouth https://outlook.office.com/mail/sentitems/id/AAQkADE3MDQ5NWZmLTkOYzItNDIwNi1 iMDQxLWNkMGQyNmE4NzE5NAAQAC4rAQodTmZPg5XnfmG... 1/2 5/2/23, 11:44 AM Mail-Sears,Tim-Outlook 508-398-2231 Ext. 1259 mailto:tsearslalyarmouth.ma.us https://outlook.office.com/mail/sentitems/id/AAQkADE3MDQ5NWZmLTkOYzItNDIwNi1 iMDQxLWNkMGQyNmE4NzE5NAAQAC4rAQodTmZPg5XnfmG... 2/2